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Home My WebLink AboutContract- Joel Kennedy - 2026 Annual Lead Service Line Replacement LSLR Project (BID #26-18) 66-R-26 $13,668,145Page 1 of 1 Memorandum To: Luke Stowe, City Manager From: Hibo Mohamed Civil Engineer II Subject: 2026 Annual Lead Service Line Replacement (LSLR) Project (Bid No. 26-18) Contractor Agreement Documents Date: June 18, 2026 On April 27, 2026, City Council approved Resolution 66-R-26, authorizing the City Manager to execute an agreement with Joel Kennedy Constructing Corp. (40 Knoll Street, Waukegan, IL 60085) for the 2026 Annual Lead Service Line Replacement (LSLR) Project (Bid No. 26-18) in the amount of $13,668,145.00, contingent upon receiving funding through the IEPA State Revolving Fund Public Water Supply Loan Program. The Loan Agreement was executed on June 16, 2026. The next step is to execute the Contractor Services Agreement. The Agreement is attached for your signature. For your reference, the Council memo and Council action are also included. If you have any questions, please call Hibo Mohamed at extension 8215. Attachments: 1. Council Memo (for reference) 2. Council Action (for reference) 3. Agreement (for signature on page 46 of the PDF) Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Attachment 1 – Council Memo Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Paul Moyano, Senior Project Manager CC: Edgar Cano, Public Works Agency Director; Lara Biggs, Capital Planning & Engineering Bureau Chief / City Engineer Subject: Resolution 66-R-26, Approval of an Agreement with Joel Kennedy Constructing LineService Lead Annual the for Corp. 2026 Replacement (LSLR) Project (Bid 26-18) Date: April 27, 2026 Recommended Action: Staff Authorizing City the Resolution 66-R-26, Council City the recommends approve Manager to execute an agreement with Joel Kennedy Constructing Corp. (40 Knoll Street, Waukegan, IL 60085) for the 2026 Annual Lead Service Line Replacement (LSLR) Project (Bid No. 26-18) in the amount of $13,668,145.00, contingent on receiving funding from the IEPA State Revolving Fund Public Water Supply Loan Program. Funding Source: It Illinois the from provided be will funding to $5,000,000 up that anticipated is of Environmental Protection Agency (IEPA) State Revolving Fund (SRF) Public Water Supply Loan Program (PWSLP) for eligible costs related to lead service line replacement. With this funding, up to $2,465,000 of principal forgiveness would be provided for eligible construction costs that the City would not need to repay. A 30-year 0%-interest loan would fund the balance of up to $2,535,000. The IEPA loan funding for this work will be routed through the Water Fund, Capital Improvement account (510.40.7330.65515-426006). The Water Fund Capital Improvement account (510.40.7330.65515-426006) has a total FY 2026 budget allocation of $11,630,000 for this project. The bid project cost exceeds the budget. The remaining balance will be paid from a combination of full utilization of available IEPA SRF funding and savings from deferred projects as described in the attached memo. Council Action: For Action Summary: A12.Page 295 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 In 2021, the City Council approved Resolution 34-R-21, declaring lead water service line replacement throughout the City a public benefit, thereby allowing public funds to be used for the replacement of privately owned portions of lead service lines. In 2022, the Illinois Environmental Protection Agency (IEPA) enacted the Lead Service Line Replacement (LSLR) and Notification Act (Public Act 102-0613), which mandates Full Replacement of lead service lines (LSLRs)—both Public-Side and Private-Side—when associated with water main projects and requires municipalities to implement a comprehensive LSLR Program by 2027. The City submitted a draft Lead Service Line Replacement Plan (Plan) to IEPA in April 2024 and submitted the 2026 update on April 9, 2026. Page 2 of 18 A12.Page 296 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141  City Council Approval - 4/27/26 (under consideration)  Submission to IEPA for Bid Review and Loan Execution - 5/01/26  IEPA Loan Agreement Execution - 7/01/26 Page 3 of 18 A12.Page 297 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Page 4 of 18 A12.Page 298 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 04/27/2026 66-R-26 A RESOLUTION Authorizing the City Manager to execute an agreement with Joel Kennedy Constructing Corp. for the 2026 Annual Lead Service Line Replacement Project (Bid No. 26-18) WHEREAS, the Evanston City Council believes entering into an Agreement with Joel Kennedy Constructing Corp. is in the best interests of the citizens of Evanston, NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS: SECTION 1: That the City Manager is hereby authorized and directed to sign, and the City Clerk is hereby authorized and directed to attest on behalf of the City of Evanston, an Agreement between the City and Joel Kennedy Constructing Corp. SECTION 2: That the City Manager is hereby authorized and directed to negotiate any terms of an Agreement as may be determined to be in the best interests of the City. SECTION 3: That this Resolution shall be in full force and effect from and after its passage, approval, and publication in the manner provided by law. _______________________________ Daniel Biss, Mayor Attest: ______________________________ Stephanie Mendoza, City Clerk Adopted: __________________, 20__ Approved as to form: ______________________________ Alexandra B. Ruggie, Corporation Counsel Page 5 of 18 A12.Page 299 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 McCORMICK BLVD SHERIDAN RD PARK PL ASHLAND AVE DODGE AVE HURD AVE GIRARD AVE LEE ST OAK AVE SHERIDAN PL RIDGE CT GREEN BAY RD THAYER ST PRATT CT GRANT JENKS ST HAVEN ST PAYNE ST LEON PL POPLAR AVE GREY AVE HARRISON ST PRAIRIE AVE REBA PL COLFAX ST LEMAR AVE MARCY AVE DAVIS ST MAPLE AVE HARTZELL ST LIBRARY PL SIMPSON ST CLYDE AVE BROWN AVE GREELEY PITNER ALY LAUREL AVE HINMAN AVE DEWEY AVE EWING AVE COWPER AVE KIRK ST HOVLAND CT JUDSON AVE GARRETT PLARBORLN FOREST AVE INGLESIDE PK GREY AVE ST. MARK'S CT EMERSON ST CAMPUS DR SHERMAN AVE WILDER ST MILBURN PK GARRISON AVE THELIN CT FOREST PL ASBURY AVE MICHIGAN AVE WESLEY AVE LELAND AVE CENTRAL ST CALLAN AVE RIDGE TER HULL TER HOWARD ST ISABELLA ST GROSS POINT RD CUSTER AVE EMERSON ST LYONS ST FOWLER AVE CLARK ST DARROW AVE PIONEER RD HASTINGS AVE HARTREY AVE BRUMMEL ST PRINCETON AVE PROSPECT AVE HAMLIN ST PAYNE ELM AVE CASE PL RIDGEWAY AVE MULFORD ST MICHIGAN AVE LAWNDALE AVE CHURCH ST CRAIN ST DEMPSTER ST JACKSON AVE KEDZIE ST CLINTON PL McDANIEL AVE ELMWOOD AVE SEWARD ST ROSLYN PL EAST RAILROAD AVE FLORENCE AVE BENSON AVE SHERMAN PL CULVER FORESTVIEW RD MARTHA LN HAWTHORNE LN WADE CT BROWN AVE CROFT LN COLFAX TER BROWN GREY BRIDGEST CALVIN CIR BROWN AVE RICHMOND AVE NORMANDY PL WOODLAND RD ELINOR PL KEENEY ST SOUTH BLVD HAMILTON ST GREENWOOD ST UNIVERSITY PL REESE AVE AUTOBARN PL GAFFIELD PL LINCOLNWOOD DR CRAWFORD AVE LEONARD PL CENTRAL PARK AVE BENNETT AVE MADISON PL BRADLEY PL GREENLEAF ST WALNUT AVE ROSALIE ST BURNHAM PL WARREN ST LIVINGSTON WASHINGTON ST CLEVELAND ST MONTICELLO PL NATHANIEL PL HARVARD TER WOODBINE AVE MAPLE AVE DOBSON ST DEWEY AVE DARROW AVE DEWEY AVE INGLESIDE PL RIDGE AVE ASBURY AVE FOWLER AVE HARTREY AVE CASE ST SOUTH BLVD ASHLAND AVE SHERMAN AVE LYONS ST STEWART AVE MARCY AVE WELLINGTON CT CLEVELAND ST MONROE ST LINDEN PL LAKE SHORE BLVD KNOX CIR HILLSIDE LN TRINITY CT SHERIDAN SQ EDGEMERE CT GREEN BAY RD GARNETT PL CENTRAL ST HARRISON RIDGE AVE PAYNE ST WESLEY AVE CHURCH ST HARTZELL ST PRAIRIE AVE DODGE AVEOAKTON ST SOUTH BLVD CRAIN McDANIEL AVE PITNER AVE LEE ST ASHLAND AVE GROVE ST FOSTER ST ASBURY AVE BARTON AVE GRANT ST BRYANT AVE JUDSON AVE SHERMAN AVE COLFAX ST ISABELLA ST DAVIS ST MAIN ST RIDGE AVE ASBURY AVE THAYER CT THAYER ST ISABELLA ST HAYES DARTMOUTH PL COLFAX PL THAYERTHAYERST CRAWFORD LINCOLNWOOD DR LIVINGSTON ST CHANCELLOR ST CHANCELLORLIVINGSTON MILBURN ST LAKESIDE CT EUCLIDPARK PL WESLEY NORWOOD CTLYONS ST GREY AVE DEWEY AVE PAYNE ST MAIN ST DODGE AVE CENTRAL ST McDANIEL AVE EWING AVE SHERIDAN RD BRUMMEL ST PITNER AVE LINCOLN ST HINMAN AVE SEWARD ST WESLEY AVE CENTRAL ST KEENEY ST RIDGE AVE OAK AVE JACKSON SHERMAN AVE DOBSON ST LINCOLN ST SEWARD ST DARROW AVE GREY AVE PARK PL NOYES ST LAKE ST THAYER ST WASHINGTON ST LAKE STMcDANIEL AVE BROWN AVE AUSTIN ST ASHLAND AVE WESLEY AVE TECH DR NOYES CT HAMPTON PKYOTTO LN BERNARD PL MEADOW- LARK LN RIDGE AVE ELGIN RD ELMWOOD AVE COLFAX ST HINMAN AVE SIMPSON ST WESLEY AVE OAKTON ST SHERIDAN RD SHERIDAN RD DEMPSTER ST GREY AVE LEE ST SIMPSON ST CHICAGO AVE CHICAGO AVE BENNETT AVE MADISON ST KEENEY ST OAK RIDGE AVE SHERIDAN RD GRANT ST ASBURY AVE GROVE ST ELGIN RD FLORENCE AVE FOREST AVE DODGE AVE FOSTER ST MULFORD ST GREENLEAF ST HILLSIDE RD HARTREY AVE HARTREY AVE GREY AVE ARNOLD PL PITNER AVE LINCOLN ST McCORMICK BLVD FOSTER ST GREENWOOD ST CALLAN PARK PL JUDSON AVE NOYES ST DARROW AVE ASHLAND AVE HARRISON ST HOWARD ST NOYES GLENVIEW RD PRINCETON CLIFFORD ST HIGHLAND AVE LAWNDALE AVE DARTMOUTH PL ARTS CIRCLE DR ORRINGTON AVE EASTWOOD AVE BROADWAY AVE WASHINGTON ST NORTHWESTERNPL DRYDEN PL CLARK ST NORTH SHORE CHANNEL NORTH SHORE CHANNEL LAKE MI CHI G A N 700 400 500 300 600 800 200 900 100 2600 1700 3100 1200 1900 1000 1300 1400 2200 2300 1100 1800 2800 1500 3600 2000 2400 2700 3400 2100 2500 2900 1600 3000 3200 3300 300 600 2800 1900 1000 2700 400 2500 1400 800 1700 1600 700 2200 2400 1400 200 500 1400 200 2300 2000 700 800 2600 1200 2200 1500 1600 1200 100 1500 1300 100 2900 1900 1000 500 2100 2200 2400 1100 1100 200 1300 2800 1000 1200 2600 1500 2300 1800 2000 700 300 900 600 400 2400 2500 2000 1300 1800 300 800 600 1100 100 500 2500 2700 1600 1700 3500 2600 1700 1800 900 1900 900 2100 2300 2100 400 3800 3700 8 5 42 1 9 3 6 7 8096 8102 8092 8093 LSLR & WM LSLR Standalone Census Tracts Wards Main Road Local Street Railroad Water City Boundary 0 0.5 10.25 Mile 1:31,680 1 inch = 0.5 mile City of Evanston - Location Map 2026 Annual LSLR Project 01/26/2026 This map is provided "as is" without warranties of any kind. See www.cityofevanston.org/mapdisclaimers.html for more information. 2026_LSLR_Projects_Prioritized..mxd ´ Page 6 of 18 A12.Page 300 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 fax:312 346-5228 April 10, 2026 Mr. Paul Moyano, PE, PMP Senior Project Manager – Water and Sewer City of Evanston Public Works Agency 555 Lincoln St Evanston, IL 60201 Subject: City of Evanston 2026 Annual Lead Service Line Replacement Project Bid Number: 26-18 Evaluation of Bids Dear Mr. Moyano: Sealed bids for the referenced project were opened in a public forum on March 31, 2026 at 2:15 P.M. as advertised. Bids were received from two contractors. Bidders complied with the following bid requirements:  Attended the mandatory pre-bid conference.  Acknowledged receipt of the three addenda issued during the bidding period.  Provided the required bid security in the amount of 5 percent of the total bid amount. Each bid is summarized in the following attachments:  Exhibit A: Unit Prices and Total Bid Amounts  Exhibit B: Mandatory Questions and Required Documentation  Exhibit C: Planned Distribution of Bid Amounts by Category Exhibit A summarizes the unit and total prices that each bidder proposed for the base bid items along with the total base bid amount. CDM Smith has veri8ied that the bidders correctly calculated the total amount for each bid item and that the total base bid amount is the sum of the base bid items. Exhibit C distributes the total prices that each bidder proposed by watermain and LSLR SRF eligible/ineligible categories. Exhibit B summarizes the responses of the bidders to mandatory questions and required documentation. The exhibit also lists documentation that was required to be submitted with the bids for compliance with the IEPA loan the City is applying for. Additionally, the exhibit lists additional items that are required to be submitted with the bids. 125 South Wacker Drive, Suite 2510 Chicago, IL 60606-4437 312 346-5000 tel: Page 7 of 18 A12.Page 301 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Page 2 The City of Evanston is providing review of RBO items required of the bids. CDM Smith reviewed the bids and determined that the Contractor with the low responsive bid and complete documentation is Joel Kennedy Constructing Corp with the exception of the RBO requirements being reviewed by the City. The Contractor did not meet the MBE goal of 5% or the WBE goal of 12% established by the IEPA, but have demonstrated associated good faith efforts required by the IEPA including advertisement of subcontracting opportunities and attempts to receive proposals from multiple DBE companies. CDM Smith recommends that the City of Evanston award the contract for this project to Joel Kennedy Constructing Corp. as the low, responsive, responsible bidder. Upon satisfactory review of RBO requirements by the City, CDM Smith recommends that the contract be in the amount of $13,668,145.00 inclusive of all bid items. Should you have any questions or need additional information, please do not hesitate to contact us. Sincerely, Jon Meyer Senior Project Manager CDM Smith Inc. Attachments: Exhibit A Unit Prices and Total Bid Amounts for Base Bid Exhibit B Mandatory Questions and Required Documentation Exhibit C Planned Distribution of Bid Amounts by Category cc: FILE, Hibo Mohamed – Civil Engineer, City of Evanston Mr. Paul Moyano April 10, 2026 Page 8 of 18 A12.Page 302 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount 1 TEMPORARY FENCE FOOT 23900 4.00$ 95,600.00$ 1.00$ 23,900.00$ 1.00$ 23,900.00$ 2 TREE TRUNK PROTECTION EACH 308 260.00$ 80,080.00$ 70.00$ 21,560.00$ 50.00$ 15,400.00$ 3 TREE ROOT PRUNING FOOT 4700 5.00$ 23,500.00$ 6.50$ 30,550.00$ 2.00$ 9,400.00$ 4 TREE PRUNING EACH 355 150.00$ 53,250.00$ 100.00$ 35,500.00$ 100.00$ 35,500.00$ 5 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 50 75.00$ 3,750.00$ 80.00$ 4,000.00$ 80.00$ 4,000.00$ 6 EARTH EXCAVATION CU YD 10 30.00$ 300.00$ 80.00$ 800.00$ 150.00$ 1,500.00$ 7 TRENCH BACKFILL CU YD 10650 20.00$ 213,000.00$ 12.00$ 127,800.00$ 10.00$ 106,500.00$ 8 POROUS GRANULAR BACKFILL TON 1400 30.00$ 42,000.00$ 1.00$ 1,400.00$ 40.00$ 56,000.00$ 9 TOPSOIL FURNISH AND PLACE, SPECIAL CU YD 2590 90.00$ 233,100.00$ 1.00$ 2,590.00$ 65.00$ 168,350.00$ 10 SODDING, SALT TOLERANT SQ YD 15350 50.00$ 767,500.00$ 8.00$ 122,800.00$ 15.00$ 230,250.00$ 11 WATER SERVICE POTHOLING (UP TO 8 FEET DEEP)EACH 71 1,000.00$ 71,000.00$ 1,300.00$ 92,300.00$ 400.00$ 28,400.00$ 12 EXPLORATION TRENCH, SPECIAL (UP TO 8 FEET DEEP)EACH 21 900.00$ 18,900.00$ 1,300.00$ 27,300.00$ 400.00$ 8,400.00$ 13 TRENCH BY TREE, SPECIAL (UP TO 2 FEET DEEP)EACH 15 850.00$ 12,750.00$ 1,200.00$ 18,000.00$ 500.00$ 7,500.00$ 14 INLET FILTERS 130.00EACH180$ 23,400.00$ 50.00$ 9,000.00$ 285.00$ 51,300.00$ 15 AGGREGATE BASE COURSE, TYPE B, 4"35.00SQ YD 960 $ 33,600.00$ 25.00$ 24,000.00$ 22.75$ 21,840.00$ 16 BITUMINOUS MATERIALS (TACK COAT)0.50POUND27500$ 13,750.00$ 0.01$ 275.00$ 0.01$ 275.00$ 17 AGGREGATE (PRIME COAT)15.00TON6$ 90.00$ 50.00$ 300.00$ 50.00$ 300.00$ 18 MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS TON 9 1,400.00$ 12,600.00$ 1,200.00$ 10,800.00$ 1,250.00$ 11,250.00$ 19 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 700 10.00$ 7,000.00$ 10.00$ 7,000.00$ 12.00$ 8,400.00$ 20 HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 TON 3570 140.00$ 499,800.00$ 124.00$ 442,680.00$ 128.00$ 456,960.00$ 21 HMA SURFACE REMOVAL, VARIABLE DEPTH SQ YD 30550 9.00$ 274,950.00$ 5.25$ 160,387.50$ 6.00$ 183,300.00$ 22 LEVELING BINDER (MACHINE METHOD), N50 TON 1810 140.00$ 253,400.00$ 136.00$ 246,160.00$ 140.00$ 253,400.00$ 23 TEMPORARY RAMPS SQ YD 700 10.00$ 7,000.00$ 10.00$ 7,000.00$ 12.00$ 8,400.00$ 24 AGGREGATE FOR TEMPORARY ACCESS TON 160 25.00$ 4,000.00$ 80.00$ 12,800.00$ 70.00$ 11,200.00$ 25 TEMPORARY HOT MIX-ASPHALT TON 1200 120.00$ 144,000.00$ 90.00$ 108,000.00$ 175.00$ 210,000.00$ 26 TEMPORARY COLD-MIX ASPHALT TON 160 120.00$ 19,200.00$ 140.00$ 22,400.00$ 200.00$ 32,000.00$ 27 PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH SQ FT 18450 10.00$ 184,500.00$ 10.50$ 193,725.00$ 14.50$ 267,525.00$ 28 DETECTABLE WARNINGS SQ FT 350 25.00$ 8,750.00$ 40.00$ 14,000.00$ 40.00$ 14,000.00$ 29 COMBINATION CURB & GUTTER REMOVAL FOOT 1260 8.50$ 10,710.00$ 12.00$ 15,120.00$ 7.50$ 9,450.00$ 30 CONCRETE CURB REMOVAL 8.501360FOOT$ 11,560.00$ 12.00$ 16,320.00$ 7.50$ 10,200.00$ 31 SIDEWALK REMOVAL 2.5018450SQ FT $ 46,125.00$ 2.00$ 36,900.00$ 1.50$ 27,675.00$ 32 P.C.C. DRIVEWAY PAVEMENT, 6-INCH 130.00300SQ YD $ 39,000.00$ 140.00$ 42,000.00$ 110.00$ 33,000.00$ 33 P.C.C. DRIVEWAY PAVEMENT, 8-INCH 175.0080SQ YD $ 14,000.00$ 200.00$ 16,000.00$ 130.00$ 10,400.00$ 34 DRIVEWAY PAVEMENT REMOVAL 15.00520SQ YD $ 7,800.00$ 20.00$ 10,400.00$ 15.00$ 7,800.00$ 35 INCIDENTAL HOT MIX ASPHALT 260.0040TON$ 10,400.00$ 400.00$ 16,000.00$ 400.00$ 16,000.00$ 36 FULL DEPTH PATCHES, SPECIAL 11"130.003850SQ YD $ 500,500.00$ 140.00$ 539,000.00$ 140.00$ 539,000.00$ 37 COMBINED SEWERS 8", SPECIAL (DIP CL 52)FOOT 21 300.00$ 6,300.00$ 400.00$ 8,400.00$ 240.00$ 5,040.00$ 38 8" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 42 300.00$ 12,600.00$ 400.00$ 16,800.00$ 240.00$ 10,080.00$ 39 10" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 171 320.00$ 54,720.00$ 350.00$ 59,850.00$ 280.00$ 47,880.00$ 40 12" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 251 350.00$ 87,850.00$ 360.00$ 90,360.00$ 290.00$ 72,790.00$ 41 16" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 1024 500.00$ 512,000.00$ 350.00$ 358,400.00$ 340.00$ 348,160.00$ 42 18" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 195 550.00$ 107,250.00$ 380.00$ 74,100.00$ 390.00$ 76,050.00$ 43 24" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 10 800.00$ 8,000.00$ 800.00$ 8,000.00$ 600.00$ 6,000.00$ 44 WATER MAIN 12" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 15 450.00$ 6,750.00$ 700.00$ 10,500.00$ 400.00$ 6,000.00$ 45 WATER MAIN 10" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 285 350.00$ 99,750.00$ 450.00$ 128,250.00$ 270.00$ 76,950.00$ 46 WATER MAIN 8" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 2240 320.00$ 716,800.00$ 440.00$ 985,600.00$ 260.00$ 582,400.00$ 47 WATER MAIN 6" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 710 300.00$ 213,000.00$ 430.00$ 305,300.00$ 230.00$ 163,300.00$ 48 WATER MAIN 8" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED, DIRECTIONALLY DRILLED FOOT 2480 350.00$ 868,000.00$ 480.00$ 1,190,400.00$ 260.00$ 644,800.00$ 49 WATER MAIN 6" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED, DIRECTIONALLY DRILLED FOOT 2330 300.00$ 699,000.00$ 470.00$ 1,095,100.00$ 230.00$ 535,900.00$ 50 WATER MAIN CASING 16" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED FOOT 450 600.00$ 270,000.00$ 160.00$ 72,000.00$ 268.00$ 120,600.00$ 51 WATER VALVES, 10", COMPLETE EACH 5 5,000.00$ 25,000.00$ 9,000.00$ 45,000.00$ 9,000.00$ 45,000.00$ 52 WATER VALVES, 8", COMPLETE EACH 25 4,350.00$ 108,750.00$ 8,000.00$ 200,000.00$ 8,000.00$ 200,000.00$ 53 WATER VALVES, 6", COMPLETE EACH 10 4,000.00$ 40,000.00$ 7,000.00$ 70,000.00$ 7,000.00$ 70,000.00$ 54 WATER SERVICE LINE, 2" DIA OR LESS, SHORT-PUBLIC SIDE REPLACEMENT EACH 42 5,000.00$ 210,000.00$ 4,800.00$ 201,600.00$ 6,500.00$ 273,000.00$ 55 WATER SERVICE LINE, 2" DIA OR LESS, SHORT-FULL REPLACEMENT EACH 88 11,000.00$ 968,000.00$ 13,500.00$ 1,188,000.00$ 9,200.00$ 809,600.00$ 56 WATER SERVICE LINE, 2" DIA OR LESS, LONG-PUBLIC SIDE REPLACEMENT EACH 45 8,000.00$ 360,000.00$ 7,800.00$ 351,000.00$ 8,600.00$ 387,000.00$ 57 WATER SERVICE LINE, 2" DIA OR LESS, LONG-FULL REPLACEMENT EACH 64 14,000.00$ 896,000.00$ 15,500.00$ 992,000.00$ 12,000.00$ 768,000.00$ 58 SHORT PRIVATE SIDE LEAD WATER SERVICE LINE REPLACEMENT, 2" DIA OR LESS EACH 10 5,500.00$ 55,000.00$ 5,000.00$ 50,000.00$ 7,500.00$ 75,000.00$ 59 LONG PRIVATE SIDE LEAD WATER SERVICE LINE REPLACEMENT, 2" DIA OR LESS EACH 108 6,000.00$ 648,000.00$ 8,700.00$ 939,600.00$ 9,000.00$ 972,000.00$ 60 WATER SERVICE LINE, 4" DIA OR GREATER, VALVES, VALVE BOXES, COMPLETE EACH 9 16,000.00$ 144,000.00$ 25,000.00$ 225,000.00$ 22,000.00$ 198,000.00$ 61 ADJUSTING SANITARY SERVICES, 8-INCH DIA OR LESS EACH 105 1,500.00$ 157,500.00$ 400.00$ 42,000.00$ 1,000.00$ 105,000.00$ 62 FIRE HYDRANTS TO BE REMOVED 1,000.0014EACH$ 14,000.00$ 1,200.00$ 16,800.00$ 500.00$ 7,000.00$ 63 FIRE HYDRANTS WITH AUXILIARY VALVE, 6" DIWM PIPE, VALVE BOX AND TEE, COMPLETE EACH 20 14,000.00$ 280,000.00$ 18,000.00$ 360,000.00$ 18,500.00$ 370,000.00$ 64 FLUOROCARBON RUBBER (VITON) GASKET, 12" (ALLOWANCE)EACH 30 560.00$ 16,800.00$ 450.00$ 13,500.00$ 750.00$ 22,500.00$ 65 FLUOROCARBON RUBBER (VITON) GASKET, 10" (ALLOWANCE)EACH 30 460.00$ 13,800.00$ 350.00$ 10,500.00$ 550.00$ 16,500.00$ 66 FLUOROCARBON RUBBER (VITON) GASKET, 8" (ALLOWANCE)EACH 30 360.00$ 10,800.00$ 290.00$ 8,700.00$ 450.00$ 13,500.00$ 67 FLUOROCARBON RUBBER (VITON) GASKET, 6" (ALLOWANCE)EACH 30 260.00$ 7,800.00$ 170.00$ 5,100.00$ 300.00$ 9,000.00$ 68 DUCTILE IRON WATERMAIN FITTINGS (ALLOWANCE)POUND 2500 20.00$ 50,000.00$ 15.00$ 37,500.00$ 10.50$ 26,250.00$ 69 MANHOLES, TYPE A, 4' DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 14 8,000.00$ 112,000.00$ 10,000.00$ 140,000.00$ 5,500.00$ 77,000.00$ 70 MANHOLES, TYPE A, 5' DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 2 9,000.00$ 18,000.00$ 15,000.00$ 30,000.00$ 6,500.00$ 13,000.00$ 71 MANHOLES TO BE RECONSTRUCTED EACH 10 2,800.00$ 28,000.00$ 4,000.00$ 40,000.00$ 2,800.00$ 28,000.00$ 72 VALVE VAULTS TO BE RECONSTRUCTED EACH 1 2,800.00$ 2,800.00$ 6,000.00$ 6,000.00$ 2,800.00$ 2,800.00$ 73 VALVE VAULTS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 30 7,000.00$ 210,000.00$ 8,000.00$ 240,000.00$ 12,000.00$ 360,000.00$ 74 VALVE BOX, COMPLETE EACH 11 3,000.00$ 33,000.00$ 4,000.00$ 44,000.00$ 9,000.00$ 99,000.00$ 75 FRAMES AND GRATES TO BE ADJUSTED (SPECIAL)EACH 5 750.00$ 3,750.00$ 700.00$ 3,500.00$ 900.00$ 4,500.00$ 76 FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)EACH 55 750.00$ 41,250.00$ 700.00$ 38,500.00$ 900.00$ 49,500.00$ 77 MANHOLE REMOVAL 1,000.00EACH2$ 2,000.00$ 2,000.00$ 4,000.00$ 600.00$ 1,200.00$ 78 FRAMES AND LIDS, CLOSED LID 650.00EACH11$ 7,150.00$ 800.00$ 8,800.00$ 700.00$ 7,700.00$ 79 FILLING VALVE BOXES 400.00EACH22$ 8,800.00$ 600.00$ 13,200.00$ 250.00$ 5,500.00$ 80 FILLING VALVE VAULTS 600.00EACH9$ 5,400.00$ 600.00$ 5,400.00$ 600.00$ 5,400.00$ 81 COMB. CONC. CURB & GUTTER, TYPE B-6.12 (AEP MODIFIED)FOOT 1260 100.00$ 126,000.00$ 60.00$ 75,600.00$ 46.00$ 57,960.00$ 82 CONCRETE CURB, TYPE B (AEP MODIFIED)FOOT 1360 90.00$ 122,400.00$ 60.00$ 81,600.00$ 46.00$ 62,560.00$ 83 NON-SPECIAL WASTE DISPOSAL CU YD 2000 55.00$ 110,000.00$ 55.00$ 110,000.00$ 78.00$ 156,000.00$ 84 SPECIAL WASTE PLANS AND REPORTS LSUM 1 15,000.00$ 15,000.00$ 3,000.00 3,000.00$ 250.00$ $ 250.00$ 85 SOIL DISPOSAL ANALYSIS EACH 35 1,500.00$ 52,500.00$ 500.00 17,500.00$ 100.00$ $ 3,500.00$ 86 MOBILIZATION LSUM 1 200,000.00$ 200,000.00$ 900,000.00$ 900,000.00$ 1,000,000.00$ 1,000,000.00$ 87 TRAFFIC CONTROL AND PROTECTION LSUM 1 250,000.00$ 250,000.00$ 1,470,000.00$ 1,470,000.00$ 850,000.00$ 850,000.00$ 88 CONSTRUCTION LAYOUT LSUM 1 65,000.00$ 65,000.00$ 90,000.00$ 90,000.00$ 200,000.00$ 200,000.00$ 89 STREET SWEEPING EACH 95 500.00$ 47,500.00$ 300.00 28,500.00$ 800.00$ 76,000.00$ $ 90 SPEED HUMPS COMPLETE SQ YD 750 90.00$ 67,500.00 80.00$ 60,000.00$ 70.00$ 52,500.00$ $ 91 THERMOPLASTIC PAVEMENT MARKING LINE -12"FOOT 1550 8.00$ 12,400.00$ 4.00$ 6,200.00$ 15.00$ 23,250.00$ 92 THERMOPLASTIC PAVEMENT MARKING LINE -24"FOOT 500 10.00$ 5,000.00$ 12.00$ 6,000.00$ 24.00$ 12,000.00$ 93 PRE AND POST CONSTRUCTION SUB-SURFACE VIDEOTAPING FOOT 19800 6.00$ 118,800.00$ 6.00$ 118,800.00$ 6.00$ 118,800.00$ 94 LANDSCAPING ALLOWANCE LSUM 1 15,000.00$ 15,000.00$ 15,000.00$ 15,000.00$ 15,000.00$ 15,000.00$ 95 ELECTRICAL GROUNDING ALLOWANCE LSUM 1 18,000.00$ 18,000.00$ 18,000.00$ 18,000.00$ 18,000.00$ 18,000.00$ 96 LEAD-BASED PAINT AND ASBESTOS MATERIALS REMEDIATION ALLOWANCE LSUM 1 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 97 IEPA PROJECT SIGN LSUM 1 200.00$ 200.00$ 5,000.00$ 5,000.00$ 4,000.00$ 4,000.00$ 98 BRICK SIDEWALKS, REMOVE AND RESET SQ FT 440 60.00$ 26,400.00$ 30.00$ 13,200.00$ 50.00$ 22,000.00$ 99 CORING INTERIOR WALLS EACH 40 500.00$ 20,000.00$ 300.00$ 12,000.00$ 100.00$ 4,000.00$ 100 TREE REMOVAL (6 TO 15 UNITS DIAMETER)UNIT DIAMETER 15 150.00$ 2,250.00$ 90.00$ 1,350.00$ 60.00$ 900.00$ 101 TREE REMOVAL (OVER 15 UNITS DIAMETER)UNIT DIAMETER 36 200.00$ 7,200.00$ 120.00$ 4,320.00$ 80.00$ 2,880.00$ 102 EXTERIOR COPPER PIPE FOOT 610 135.00$ 82,350.00$ 58.00$ 35,380.00$ 40.00$ 24,400.00$ 103 INTERIOR COPPER PIPE FOOT 500 135.00$ 67,500.00$ 40.00$ 20,000.00$ 20.00$ 10,000.00$ 104 CLASS C PATCHES, SPECIAL 9"SQ YD 50 180.00$ 9,000.00$ 300.00$ 15,000.00$ 175.00$ 8,750.00$ 105 CLASS D PATCHES, SPECIAL 9"SQ YD 860 150.00$ 129,000.00$ 121.00$ 104,060.00$ 115.00$ 98,900.00$ 106 WATER VALVES, 12", COMPLETE EACH 1 7,500.00$ 7,500.00$ 12,000.00$ 12,000.00$ 10,000.00$ 10,000.00$ 107 18" RELIEF SEWER, SPECIAL (RCP, TYPE 3 III)FOOT 119 550.00$ 65,450.00$ 300.00$ 35,700.00$ 250.00$ 29,750.00$ 108 24" RELIEF SEWER, SPECIAL (RCP, TYPE 3 III)FOOT 145 800.00$ 116,000.00$ 350.00$ 50,750.00$ 270.00$ 39,150.00$ 109 PORTLAND CEMENT CONCRETE SURFACE REMOVAL, VARIABLE DEPTH SQ YD 7600 15.00$ 114,000.00$ 6.25$ 47,500.00$ 6.50$ 49,400.00$ 110 WATER MAIN 10" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED, DIRECTIONALLY DRILLED FOOT 330 350.00$ 115,500.00$ 490.00$ 161,700.00$ 270.00$ 89,100.00$ 111 INLET REMOVAL EACH 1 500.00$ 500.00$ 1,200.00$ 1,200.00$ 400.00$ 400.00$ 112 INLETS, TYPE A, 36" DEPTH, TYPE 1 FRAME, OPEN LID EACH 1 5,000.00$ 5,000.00$ 9,000.00$ 9,000.00$ 4,500.00$ 4,500.00$ 113 CATCH BASIN REMOVAL EACH 1 500.00$ 500.00$ 1,200.00$ 1,200.00$ 400.00$ 400.00$ 114 CATCH BASINS, TYPE A, 4' DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 7,000.00$ 7,000.00$ 15,000.00$ 15,000.00$ 5,000.00$ 5,000.00$ 115 CATCH BASINS, TYPE A, 4' DIAMETER, TYPE 1 FRAME, OPEN LID EACH 1 7,000.00$ 7,000.00$ 15,000.00$ 15,000.00$ 5,000.00$ 5,000.00$ 116 WATER MAIN CASING 12" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED FOOT 70 400.00$ 28,000.00$ 150.00$ 10,500.00$ 196.00$ 13,720.00$ 117 COMBINED SEWERS 10", SPECIAL (DIP CL 52)FOOT 5 350.00$ 1,750.00$ 800.00$ 4,000.00$ 280.00$ 1,400.00$ 13,920,685.00$ 15,768,587.50$ 13,668,145.00$ DBE Type Menini Trucking DBE/WBE 200,000.00$ Chicago Cut Concrete CuttingDBE/WBE 32,895.00$ L&B Trucking DBE/WBE 50,000.00$ Marking Specialists Corp DBE/MBE 21,603.50$ Total Participaton 304,498.50$ Type Percent DBE/WBE 2% DBE/MBE 0.2% Total Project Costs = City of Evanston 2026 Annual Lead Service Line Replacement Project Exhibit A.1 TABULATIONS OF BIDS RECEIVED Engineer's Estimate Joel Kennedy Bid Summary Bolder ContractorsITEM NO.Description UNIT Bid Form Quantity Page 9 of 18 A12.Page 303 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Mandatory Questions No.Questions Bolder Contractors Joel Kennedy 1 Did bidder attend mandatory pre-bid?YES YES 2 Does the bidder acknowledge all 3 addenda?YES YES 3 Bid bond provided?YES YES Required Documentation Source Document Required By Exhibit Documentation Bolder Contractors Joel Kennedy IEPA City Gen City RBO (Note 7) A Bid Form (with Davis-Bacon Prevailing Wages)Submitted Submitted X X B-A1 RBO Bid Notice and Compliance Certification Submitted (Note 1)Submitted (Note 5)X C Local Employment Program Compliance (Not Used)NA NA NA NA NA D Specification for DBE Participation Submitted (Note 2)Submitted X X Employment of Illinois Workers on Public Works ActE Submitted Submitted X USEPA Certification of Nonsegregated FacilitiesF Submitted Submitted X G Notice to Labor Unions or Other Organizations of Workers Nondiscrimination in Employment Submitted Submitted X Construction Contractors' Assitance OrginizationsH Not Submitted Submitted X Certification of Bidder Regarding Equal Employment Opportunity Submitted SubmittedI X J Disclosure of Ownership Interests Submitted Submitted X K Additional Information Sheet Submitted Submitted X L Certification of Compliance with Prevailing Wage Rate Act Submitted Submitted X M Major Sub-Contractors Listing Submitted (Note 3)Submitted X N Conflict of Interest Submitted Submitted X O Signature Form Submitted Submitted X P Contractor Services Agreement Submitted (Note 4)Submitted X Q Bid Bond Submittal Label Submitted Submitted X R Payment Bond NA NA NANA NA S Performance Bond NA NA NANA NA T Certification Regarding Debarment, Suspension, and Other Responsibility Matters Submitted Submitted X U Notice of Intent to Award NA NA NA NANA V Notice of Award NA NA NA NANA W Notice to Proceed NA NA NA NANA X Bidder Certification Regarding BABA ACT Submitted Submitted X Y Bid Bond Submitted Submitted XX Z Certification Regarding Compliance with Articles 33E-11 "Criminal Code of 2012"Submitted Submitted X AA Change Order Form NANA NA NANA NANAAB-A1 Illinois Works Jobs Program Act-Apprenticeship Initiative NA NANA AC Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity NA NA NA NANA AD Illinois Works Jobs Program Act-Apprenticeship Initiative Budget Supplement NA NA NA NA NA General: Submitted indicates submittal is complete unless additional information noted on this exhibit in the "Notes" section. Notes: 1 JG Demo, Peter Baker, RJ Underground, Chicago Cut Concrete, Trucking did not submit Subcontractor form. Bolder to provide Unemployment Insurance Act. 2 Contractor did not provide proof of DBE status mentioned in the form. 3 JG Demo percentage of work does not amount to %5 of total bid. 4 Contractor did not initial section 3. Contractor did not fill out page 24 of the Exhibit. 5 Provide proof of registration in Sam.gov. Contractor included some safety violations with OSHA. Provide 10 hour or greater of all employees on site, but only provided for one individual. City to evaluate per note 7. 6 Bolder and Joel Kennedy to provide proof of insurance after award with the City of Evanston named as additional insured. 7 City Providing Evaluation City of Evanston TABULATIONS OF BIDS RECEIVED EXHIBIT B. MANDATORY QUESTIONS AND REQUIRED DOCUMENTATION 2026 Annual Lead Service Line Replacement Project Pa g e 1 0 o f 1 8 A1 2 . Pa g e 3 0 4 o f 1 2 8 0 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 WM Cost LSLR SRF Eligible Costs LSLR SRF - Inelligible costs Notes LSLR SRF - Eligible CostsWM Cost LSLR SRF - Inelligible costs WM Cost LSLR SRF - Eligible Costs LSLR SRF - Inelligible costs Unit Price Total Amount Unit Price Total Amount Unit Price Total Amount 1 TEMPORARY FENCE 23900FOOT 4.00$ 95,600.00$ 1.00$ 23,900.00$ 1.00$ 23,900.00$ 100.00%Any public replacents copper to copper need to deduct associated fence cost and make that ineligible.-$ 95,600.00$ -$ -$ 23,900.00 -$ $ 2 TREE TRUNK PROTECTION 308EACH 260.00$ 80,080.00$ 70.00$ 21,560.00$ 50.00$ 15,400.00$ 100.00%-$ 80,080.00 -$ -$ 15,400.00$ -$ $ 3 TREE ROOT PRUNING 4700FOOT 5.00$ 23,500.00$ 6.50$ 30,550.00$ 2.00$ 9,400.00$ 100.00%-$ 23,500.00 -$ -$ 9,400.00$ -$ $ 4 TREE PRUNING 355EACH 150.00$ 53,250.00$ 100.00$ 35,500.00$ 100.00$ 35,500.00$ 33.00%67.00%See Note above in Item 1 17,572.50$ 35,677.50 -$ $ 11,715.00 23,785.00$ -$ $ 5 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 50 75.00$ 3,750.00$ 80.00$ 4,000.00$ 80.00$ 4,000.00$ 100.00%3,750.00$ --$ 4,000.00$ $ --$ $ 6 EARTH EXCAVATION CU YD 30.0010$ 300.00$ 80.00$ 800.00$ 150.00$ 1,500.00$ 100.00%300.00$ --$ 1,500.00$ $ --$ $ 7 TRENCH BACKFILL CU YD 20.0010650$ 213,000.00$ 12.00$ 127,800.00$ 10.00$ 106,500.00$ 33.00%50.00%17.00%For LSLR 50% falls in theIDOT pay width. The remainder is outside the IDOT pay width. For WM assuming 33% of the total cuyd.70,290.00$ 106,500.00$ 36,210.00$ 35,145.00$ 53,250.00$ 18,105.00$ 8 POROUS GRANULAR BACKFILL TON 30.001400$ 42,000.00$ 1.00$ 1,400.00$ 40.00$ 56,000.00$ 100.00%42,000.00 -$ -$ 56,000.00$ $ --$ $ 9 TOPSOIL FURNISH AND PLACE, SPECIAL CU YD 2590 90.00$ 233,100.00$ 1.00$ 2,590.00$ 65.00$ 168,350.00$ 67.00%33.00% In IDOT trench width is eligible.-$ 156,177.00$ 76,923.00 -$ 112,794.50$ 55,555.50$ $ 10 SODDING, SALT TOLERANT 50.00SQ YD 15350 $ 767,500.00$ 8.00$ 122,800.00$ 15.00$ 230,250.00$ 67.00%33.00% In IDOT trench width is eligible.-$ 514,225.00$ 253,275.00 -$ 154,267.50$ 75,982.50$ $ 11 WATER SERVICE POTHOLING (UP TO 8 FEET DEEP)EACH 71 1,000.00$ 71,000.00$ 1,300.00$ 92,300.00$ 400.00$ 28,400.00$ 100.00%New item for 2026.-$ 71,000.00$ --$ 28,400.00$ $ -$ 12 EXPLORATION TRENCH, SPECIAL (UP TO 8 FEET DEEP)EACH 21 900.00$ 18,900.00$ 1,300.00$ 27,300.00$ 400.00$ 8,400.00$ 7.00%93.00%1,323.00$ 17,577.00 -$ $ 588.00 7,812.00$ -$ $ 13 TRENCH BY TREE, SPECIAL (UP TO 2 FEET DEEP)EACH 15 850.00$ 12,750.00$ 1,200.00$ 18,000.00$ 500.00$ 7,500.00$ 100.00%-$ 12,750.00 -$ $ -7,500.00$ -$ $ 14 INLET FILTERS 180 130.00EACH$ 23,400.00$ 50.00$ 9,000.00$ 285.00$ 51,300.00$ 67.00%33.00%7,722.00$ 15,678.00 -$ $ 16,929.00 34,371.00$ -$ $ 15 AGGREGATE BASE COURSE, TYPE B, 4"SQ YD 960 35.00$ 33,600.00$ 25.00$ 24,000.00$ 22.75$ 21,840.00$ 100.00%New item for 2026 33,600.00$ --$ 21,840.00$ $ --$ $ 16 BITUMINOUS MATERIALS (TACK COAT)POUND 27500 0.50$ 13,750.00$ 0.01$ 275.00$ 0.01$ 275.00$ 100.00%13,750.00$ --$ 275.00$ $ --$ $ 17 AGGREGATE (PRIME COAT)6TON 15.00$ 90.00$ 50.00$ 300.00$ 50.00$ 300.00$ 100.00%90.00$ --$ 300.00$ $ --$ $ 18 MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS TON 9 1,400.00$ 12,600.00$ 1,200.00$ 10,800.00$ 1,250.00$ 11,250.00$ 100.00%New item for 2026 12,600.00$ --$ 11,250.00$ $ --$ $ 19 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 700 10.00$ 7,000.00$ 10.00$ 7,000.00$ 12.00$ 8,400.00$ 100.00%7,000.00$ --$ 8,400.00$ $ --$ $ 20 HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 TON 3570 140.00$ 499,800.00$ 124.00$ 442,680.00$ 128.00$ 456,960.00$ 100.00%499,800.00$ --$ 456,960.00$ $ --$ $ 21 HMA SURFACE REMOVAL, VARIABLE DEPTH SQ YD 30550 9.00$ 274,950.00$ 5.25$ 160,387.50$ 6.00$ 183,300.00$ 100.00%274,950.00$ --$ 183,300.00$ $ --$ $ 22 LEVELING BINDER (MACHINE METHOD), N50 TON 1810 140.00$ 253,400.00$ 136.00$ 246,160.00$ 140.00$ 253,400.00$ 100.00%253,400.00$ --$ 253,400.00$ $ --$ $ 23 TEMPORARY RAMPS 10.00SQ YD 700 $ 7,000.00$ 10.00$ 7,000.00$ 12.00$ 8,400.00$ 100.00%7,000.00$ --$ 8,400.00$ $ --$ $ 24 AGGREGATE FOR TEMPORARY ACCESS TON 160 25.00$ 4,000.00$ 80.00$ 12,800.00$ 70.00$ 11,200.00$ 100.00%4,000.00$ --$ 11,200.00$ $ --$ $ 25 TEMPORARY HOT MIX-ASPHALT TON 1200 120.00$ 144,000.00$ 90.00$ 108,000.00$ 175.00$ 210,000.00$ 100.00%144,000.00$ --$ 210,000.00$ $ --$ $ 26 TEMPORARY COLD-MIX ASPHALT TON 160 120.00$ 19,200.00$ 140.00$ 22,400.00$ 200.00$ 32,000.00$ 100.00%19,200.00$ --$ 32,000.00$ $ --$ $ 27 PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH SQ FT 18450 10.00$ 184,500.00$ 10.50$ 193,725.00$ 14.50$ 267,525.00$ 30.00%70.00%Assume trench width 3' IDOT width, and 2 panels removed (10')-$ 55,350.00$ 129,150.00$ -$ 80,257.50$ 187,267.50$ 28 DETECTABLE WARNINGS SQ FT 350 25.00$ 8,750.00$ 40.00$ 14,000.00$ 40.00$ 14,000.00$ 100.00%8,750.00 -$ -$ 14,000.00$ -$ -$ $ 29 COMBINATION CURB & GUTTER REMOVAL FOOT 1260 8.50$ 10,710.00$ 12.00$ 15,120.00$ 7.50$ 9,450.00$ 10.00%70.00%20.00%FH and LSLR 1,071.00$ 7,497.00$ 2,142.00 945.00$ $ 6,615.00$ 1,890.00$ 30 CONCRETE CURB REMOVAL FOOT 1360 8.50$ 11,560.00$ 12.00$ 16,320.00$ 7.50 10,200.00$ $ 10.00%70.00%20.00%FH and LSLR 1,156.00$ 8,092.00$ 2,312.00 1,020.00$ $ 7,140.00$ 2,040.00$ 31 SIDEWALK REMOVAL SQ FT 18450 2.50$ 46,125.00$ 2.00$ 36,900.00$ 1.50$ 27,675.00$ 70.00%30.00%Assume trench width 3' IDOT width, and 2 panels removed (10')-$ 13,837.50$ 32,287.50$ -8,302.50$ 19,372.50$ $ 32 P.C.C. DRIVEWAY PAVEMENT, 6-INCH SQ YD 300 130.00$ 39,000.00$ 140.00$ 42,000.00$ 110.00$ 33,000.00$ 25.00%75.00% In IDOT trench width is eligible.-$ 29,250.00$ 9,750.00 -$ 24,750.00$ 8,250.00$ $ 33 P.C.C. DRIVEWAY PAVEMENT, 8-INCH SQ YD 80 175.00$ 14,000.00$ 200.00$ 16,000.00$ 130.00$ 10,400.00$ 25.00%75.00% In IDOT trench width is eligible. New 2026 Item -$ 10,500.00$ 3,500.00 -$ 7,800.00$ 2,600.00$ $ 34 DRIVEWAY PAVEMENT REMOVAL SQ YD 520 15.00$ 7,800.00$ 20.00$ 10,400.00$ 15.00$ 7,800.00$ 25.00%75.00% In IDOT trench width is eligible.-$ 5,850.00$ 1,950.00 -$ 5,850.00$ 1,950.00$ $ 35 INCIDENTAL HOT MIX ASPHALT TON 40 260.00$ 10,400.00$ 400.00$ 16,000.00$ 400.00$ 16,000.00$ 25.00%75.00% In IDOT trench width is eligible.-$ 7,800.00$ 2,600.00 -$ 12,000.00$ 4,000.00$ $ 36 FULL DEPTH PATCHES, SPECIAL 11"SQ YD 3850 130.00$ 500,500.00$ 140.00$ 539,000.00$ 140.00$ 539,000.00$ 33.00%50.00%17.00%For LSLR 50% falls in theIDOT pay width. The remainder is outside the IDOT pay width. For WM assuming 33% of the total cuyd.165,165.00$ 250,250.00$ 85,085.00$ 177,870.00 269,500.00$ 91,630.00$ $ 37 COMBINED SEWERS 8", SPECIAL (DIP CL 52)FOOT 21 300.00$ 6,300.00$ 400.00$ 8,400.00$ 240.00$ 5,040.00$ 100.00%6,300.00$ -$ -5,040.00$ -$ $ -$ 38 8" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 42 300.00$ 12,600.00$ 400.00$ 16,800.00$ 240.00$ 10,080.00$ 100.00%New item for 2026 12,600.00$ -$ -10,080.00$ -$ $ -$ 39 10" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 171 320.00$ 54,720.00$ 350.00$ 59,850.00$ 280.00$ 47,880.00$ 100.00%New item for 2026 54,720.00$ -$ -47,880.00$ -$ $ -$ 40 12" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 251 350.00$ 87,850.00$ 360.00$ 90,360.00$ 290.00$ 72,790.00$ 100.00%New item for 2026 87,850.00$ -$ -72,790.00$ -$ $ -$ 41 16" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 1024 500.00$ 512,000.00$ 350.00$ 358,400.00$ 340.00$ 348,160.00$ 100.00%New item for 2026 512,000.00$ -$ -348,160.00$ -$ $ -$ 42 18" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 195 550.00$ 107,250.00$ 380.00$ 74,100.00$ 390.00$ 76,050.00$ 100.00%New item for 2026 107,250.00$ -$ -76,050.00$ -$ $ -$ 43 24" RELIEF SEWER, SPECIAL (DIP CL 52)FOOT 10 800.00$ 8,000.00$ 800.00$ 8,000.00$ 600.00$ 6,000.00$ 100.00%New item for 2026 8,000.00$ -$ -6,000.00$ -$ $ -$ 44 WATER MAIN 12" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 15 450.00$ 6,750.00$ 700.00$ 10,500.00$ 400.00$ 6,000.00$ 100.00%6,750.00$ -$ -6,000.00$ -$ $ -$ 45 WATER MAIN 10" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 285 350.00$ 99,750.00$ 450.00$ 128,250.00$ 270.00$ 76,950.00$ 100.00%99,750.00$ -$ -76,950.00$ -$ $ -$ 46 WATER MAIN 8" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 2240 320.00$ 716,800.00$ 440.00$ 985,600.00$ 260.00$ 582,400.00$ 100.00%716,800.00$ -$ -582,400.00$ -$ $ -$ 47 WATER MAIN 6" (DIP CL 52), PUSH JOINT, EXTERNAL ZINC-BASED COATED FOOT 710 300.00$ 213,000.00$ 430.00$ 305,300.00$ 230.00$ 163,300.00$ 100.00%213,000.00$ -$ -163,300.00$ -$ $ -$ 48WATER MAIN 8" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED, DIRECTIONALLY DRILLEDFOOT 2480 350.00$ 868,000.00$ 480.00$ 1,190,400.00$ 260.00$ 644,800.00$ 100.00%868,000.00$ -$ -644,800.00$ -$ $ -$ 49WATER MAIN 6" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED, DIRECTIONALLY DRILLEDFOOT 2330 300.00$ 699,000.00$ 470.00$ 1,095,100.00$ 230.00$ 535,900.00$ 100.00%699,000.00$ -$ -535,900.00$ -$ $ -$ 50 WATER MAIN CASING 16" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED FOOT 450 600.00$ 270,000.00$ 160.00$ 72,000.00$ 268.00$ 120,600.00$ 100.00%270,000.00$ -$ -120,600.00$ -$ $ -$ 51 WATER VALVES, 10", COMPLETE 5,000.00EACH5$ 25,000.00$ 9,000.00$ 45,000.00$ 9,000.00$ 45,000.00$ 100.00%25,000.00$ -$ -45,000.00$ -$ $ -$ 52 WATER VALVES, 8", COMPLETE 4,350.00EACH25$ 108,750.00$ 8,000.00$ 200,000.00$ 8,000.00$ 200,000.00$ 100.00%108,750.00$ -$ -200,000.00$ -$ $ -$ 53 WATER VALVES, 6", COMPLETE 4,000.00EACH10$ 40,000.00$ 7,000.00$ 70,000.00$ 7,000.00$ 70,000.00$ 100.00%40,000.00$ -$ -70,000.00$ -$ $ -$ 54 WATER SERVICE LINE, 2" DIA OR LESS, SHORT-PUBLIC SIDE REPLACEMENT EACH 42 5,000.00$ 210,000.00$ 4,800.00$ 201,600.00$ 6,500.00$ 273,000.00$ 100.00%-$ 210,000.00 -$ $ -$ 273,000.00 -$ $ 55 WATER SERVICE LINE, 2" DIA OR LESS, SHORT-FULL REPLACEMENT EACH 88 11,000.00$ 968,000.00$ 13,500.00$ 1,188,000.00$ 9,200.00$ 809,600.00$ 100.00%-$ 968,000.00 -$ $ -$ 809,600.00 -$ $ 56 WATER SERVICE LINE, 2" DIA OR LESS, LONG-PUBLIC SIDE REPLACEMENT EACH 45 8,000.00$ 360,000.00$ 7,800.00$ 351,000.00$ 8,600.00$ 387,000.00$ 100.00%-$ 360,000.00 -$ $ -$ 387,000.00 -$ $ 57 WATER SERVICE LINE, 2" DIA OR LESS, LONG-FULL REPLACEMENT EACH 64 14,000.00$ 896,000.00$ 15,500.00$ 992,000.00$ 12,000.00$ 768,000.00$ 100.00%-$ 896,000.00 -$ $ -$ 768,000.00 -$ $ 58 SHORT PRIVATE SIDE LEAD WATER SERVICE LINE REPLACEMENT, 2" DIA OR LESS EACH 10 5,500.00$ 55,000.00$ 5,000.00$ 50,000.00$ 7,500.00$ 75,000.00$ 100.00%-$ 55,000.00 -$ $ -$ 75,000.00 -$ $ 59 LONG PRIVATE SIDE LEAD WATER SERVICE LINE REPLACEMENT, 2" DIA OR LESS EACH 108 6,000.00$ 648,000.00$ 8,700.00$ 939,600.00$ 9,000.00$ 972,000.00$ 100.00%-$ 648,000.00 -$ $ -$ 972,000.00 -$ $ 60 WATER SERVICE LINE, 4" DIA OR GREATER, VALVES, VALVE BOXES, COMPLETE EACH 9 16,000.00$ 144,000.00$ 25,000.00$ 225,000.00$ 22,000.00$ 198,000.00$ 100.00%144,000.00$ --$ $ 198,000.00$ --$ $ 61 ADJUSTING SANITARY SERVICES, 8-INCH DIA OR LESS EACH 105 1,500.00$ 157,500.00$ 400.00$ 42,000.00$ 1,000.00$ 105,000.00$ 100.00%This bid item is applied when house drain breaks during LSLR due to close proximity -$ 157,500.00$ -$ -$ 105,000.00 -$ $ 62 FIRE HYDRANTS TO BE REMOVED EACH 14 1,000.00$ 14,000.00$ 1,200.00$ 16,800.00$ 500.00$ 7,000.00$ 100.00%14,000.00 -$ -$ 7,000.00$ -$ -$ $ 63 FIRE HYDRANTS WITH AUXILIARY VALVE, 6" DIWM PIPE, VALVE BOX AND TEE, COMPLETE EACH 20 14,000.00$ 280,000.00$ 18,000.00$ 360,000.00$ 18,500.00$ 370,000.00$ 100.00%280,000.00 -$ -$ 370,000.00$ -$ -$ $ 64 FLUOROCARBON RUBBER (VITON) GASKET, 12" (ALLOWANCE)EACH 30 560.00$ 16,800.00$ 450.00$ 13,500.00$ 750.00$ 22,500.00$ 100.00%16,800.00 -$ -$ 22,500.00$ -$ -$ $ 65 FLUOROCARBON RUBBER (VITON) GASKET, 10" (ALLOWANCE)EACH 30 460.00$ 13,800.00$ 350.00$ 10,500.00$ 550.00$ 16,500.00$ 100.00%13,800.00 -$ -$ 16,500.00$ -$ -$ $ 66 FLUOROCARBON RUBBER (VITON) GASKET, 8" (ALLOWANCE)EACH 30 360.00$ 10,800.00$ 290.00$ 8,700.00$ 450.00$ 13,500.00$ 100.00%10,800.00 -$ -$ 13,500.00$ -$ -$ $ 67 FLUOROCARBON RUBBER (VITON) GASKET, 6" (ALLOWANCE)EACH 30 260.00$ 7,800.00$ 170.00$ 5,100.00$ 300.00$ 9,000.00$ 100.00%7,800.00 -$ -$ 9,000.00$ -$ -$ $ 68 DUCTILE IRON WATERMAIN FITTINGS (ALLOWANCE)POUND 2500 20.00$ 50,000.00$ 15.00$ 37,500.00$ 10.50$ 26,250.00$ 100.00%50,000.00 -$ -$ 26,250.00$ -$ -$ $ 69 MANHOLES, TYPE A, 4' DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 14 8,000.00$ 112,000.00$ 10,000.00$ 140,000.00$ 5,500.00$ 77,000.00$ 100.00%New item for 2026 112,000.00 -$ -$ 77,000.00$ -$ -$ $ 70 MANHOLES, TYPE A, 5' DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 2 9,000.00$ 18,000.00$ 15,000.00$ 30,000.00$ 6,500.00$ 13,000.00$ 100.00%New item for 2026 18,000.00 -$ -$ 13,000.00$ -$ -$ $ 71 MANHOLES TO BE RECONSTRUCTED EACH 10 2,800.00$ 28,000.00$ 4,000.00$ 40,000.00$ 2,800.00$ 28,000.00$ 100.00%28,000.00 -$ -$ 28,000.00$ -$ -$ $ 72 VALVE VAULTS TO BE RECONSTRUCTED EACH 1 2,800.00$ 2,800.00$ 6,000.00$ 6,000.00$ 2,800.00$ 2,800.00$ 100.00%2,800.00 -$ -$ 2,800.00$ -$ -$ $ 73 VALVE VAULTS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 30 7,000.00$ 210,000.00$ 8,000.00$ 240,000.00$ 12,000.00$ 360,000.00$ 100.00%210,000.00 -$ -$ 360,000.00$ -$ -$ $ 74 VALVE BOX, COMPLETE 11EACH 3,000.00$ 33,000.00$ 4,000.00$ 44,000.00$ 9,000.00$ 99,000.00$ 100.00%33,000.00 -$ -$ 99,000.00$ -$ -$ $ 75 FRAMES AND GRATES TO BE ADJUSTED (SPECIAL)EACH 5 750.00$ 3,750.00$ 700.00$ 3,500.00$ 900.00$ 4,500.00$ 100.00%3,750.00 -$ -$ 4,500.00$ -$ -$ $ 76 FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)EACH 55 750.00$ 41,250.00$ 700.00$ 38,500.00$ 900.00$ 49,500.00$ 100.00%41,250.00 -$ -$ 49,500.00$ -$ -$ $ 77 MANHOLE REMOVAL EACH 2 1,000.00$ 2,000.00$ 2,000.00$ 4,000.00$ 600.00$ 1,200.00$ 100.00%2,000.00 -$ -$ 1,200.00$ -$ -$ $ 78 FRAMES AND LIDS, CLOSED LID EACH 11 650.00$ 7,150.00$ 800.00$ 8,800.00$ 700.00$ 7,700.00$ 100.00%7,150.00 -$ -$ 7,700.00$ -$ -$ $ 79 FILLING VALVE BOXES EACH 22 400.00$ 8,800.00$ 600.00$ 13,200.00$ 250.00$ 5,500.00$ 100.00%8,800.00 -$ -$ 5,500.00$ -$ -$ $ 80 FILLING VALVE VAULTS EACH 9 600.00$ 5,400.00$ 600.00$ 5,400.00$ 600.00$ 5,400.00$ 100.00%5,400.00 -$ -$ 5,400.00$ -$ -$ $ 81 COMB. CONC. CURB & GUTTER, TYPE B-6.12 (AEP MODIFIED)FOOT 1260 100.00$ 126,000.00$ 60.00$ 75,600.00$ 46.00$ 57,960.00$ 10.00%70.00%20.00%Fire Hydrant and LSLR 12,600.00$ 88,200.00$ 25,200.00 5,796.00$ 40,572.00$ 11,592.00$ $ 82 CONCRETE CURB, TYPE B (AEP MODIFIED)FOOT 1360 90.00$ 122,400.00$ 60.00$ 81,600.00$ 46.00$ 62,560.00$ 10%70%20%Fire Hydrant and LSLR 12,240.00$ 85,680.00$ 24,480.00 6,256.00$ 43,792.00$ 12,512.00$ $ 83 NON-SPECIAL WASTE DISPOSAL CU YD 2000 55.00$ 110,000.00$ 55.00$ 110,000.00$ 78.00$ 156,000.00$ 100.00%110,000.00$ -$ -156,000.00$ -$ $ -$ 84 SPECIAL WASTE PLANS AND REPORTS LSUM 1 15,000.00$ 15,000.00$ 3,000.00$ 3,000.00$ 250.00$ 250.00$ 100.00%15,000.00$ -$ -250.00$ -$ $ -$ 85 SOIL DISPOSAL ANALYSIS EACH 35 1,500.00$ 52,500.00$ 500.00$ 17,500.00$ 100.00$ 3,500.00$ 100.00%52,500.00$ -$ -3,500.00$ -$ $ -$ 86 MOBILIZATION LSUM 1 200,000.00$ 200,000.00$ 900,000.00$ 900,000.00$ 1,000,000.00$ 1,000,000.00$ 33.00%67.00%See note Bid item 1 66,000.00$ 134,000.00$ -330,000.00$ $ 670,000.00$ -$ 87 TRAFFIC CONTROL AND PROTECTION LSUM 1 250,000.00$ 250,000.00$ 1,470,000.00$ 1,470,000.00$ 850,000.00$ 850,000.00$ 33.00%67.00%82,500.00$ 167,500.00$ -280,500.00$ $ 569,500.00$ -$ 88 CONSTRUCTION LAYOUT 1LSUM 65,000.00$ 65,000.00 90,000.00$ $ 90,000.00$ 200,000.00$ 200,000.00$ 100.00%65,000.00$ -$ -200,000.00$ $ -$ -$ 89 STREET SWEEPING 95EACH 500.00$ 47,500.00$ 300.00 28,500.00$ $ 800.00$ 76,000.00$ 33.00%67.00%See note Bid item 1 15,675.00$ 31,825.00$ -25,080.00$ $ 50,920.00$ -$ 90 SPEED HUMPS COMPLETE 750SQ YD 90.00$ 67,500.00 80.00$ 60,000.00$ $ 70.00$ 52,500.00$ 100.00%67,500.00$ -$ -52,500.00$ $ -$ -$ 91 THERMOPLASTIC PAVEMENT MARKING LINE -12"FOOT 1550 8.00$ 12,400.00$ 4.00$ 6,200.00$ 15.00$ 23,250.00$ 100.00%12,400.00$ -$ -23,250.00$ $ -$ -$ 92 THERMOPLASTIC PAVEMENT MARKING LINE -24"FOOT 500 10.00$ 5,000.00$ 12.00$ 6,000.00$ 24.00$ 12,000.00$ 100.00%5,000.00$ -$ -12,000.00$ $ -$ -$ 93 PRE AND POST CONSTRUCTION SUB-SURFACE VIDEOTAPING FOOT 19800 6.00$ 118,800.00$ 6.00$ 118,800.00$ 6.00$ 118,800.00$ 100.00%118,800.00$ -$ -118,800.00$ $ -$ -$ 94 LANDSCAPING ALLOWANCE LSUM 1 15,000.00$ 15,000.00$ 15,000.00$ 15,000.00$ 15,000.00$ 15,000.00$ 100.00%-$ 15,000.00 -$ -$ $ 15,000.00 -$ $ 95 ELECTRICAL GROUNDING ALLOWANCE LSUM 1 18,000.00$ 18,000.00$ 18,000.00$ 18,000.00$ 18,000.00$ 18,000.00$ 100.00%-$ 18,000.00 -$ -$ $ 18,000.00 -$ $ 96 LEAD-BASED PAINT AND ASBESTOS MATERIALS REMEDIATION ALLOWANCE LSUM 1 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 100.00%-$ 3,000.00 -$ -$ $ 3,000.00 -$ $ 97 IEPA PROJECT SIGN LSUM 1 200.00$ 200.00$ 5,000.00$ 5,000.00$ 4,000.00$ 4,000.00$ 100.00%-$ 200.00 -$ -$ $ 4,000.00 -$ $ 98 BRICK SIDEWALKS, REMOVE AND RESET SQ FT 440 60.00$ 26,400.00$ 30.00$ 13,200.00$ 50.00$ 22,000.00$ 100.00%-$ 26,400.00 -$ -$ $ 22,000.00 -$ $ 99 CORING INTERIOR WALLS EACH 40 500.00$ 20,000.00$ 300.00$ 12,000.00$ 100.00$ 4,000.00$ 100.00%-$ 20,000.00 -$ -$ $ 4,000.00 -$ $ 100 TREE REMOVAL (6 TO 15 UNITS DIAMETER)UNIT DIAMETER 15 150.00$ 2,250.00$ 90.00$ 1,350.00$ 60.00$ 900.00$ 100.00%-$ 2,250.00 -$ -$ $ 900.00 -$ $ 101 TREE REMOVAL (OVER 15 UNITS DIAMETER)UNIT DIAMETER 36 200.00$ 7,200.00$ 120.00$ 4,320.00$ 80.00$ 2,880.00$ 100.00%-$ 7,200.00 -$ -$ $ 2,880.00 -$ $ 102 EXTERIOR COPPER PIPE 135.00FOOT610$ 82,350.00$ 58.00$ 35,380.00$ 40.00$ 24,400.00$ 100.00%-$ 82,350.00 -$ -$ $ 24,400.00 -$ $ 103 INTERIOR COPPER PIPE 135.00FOOT500$ 67,500.00$ 40.00$ 20,000.00$ 20.00$ 10,000.00$ 100.00%-$ 67,500.00 -$ -$ $ 10,000.00 -$ $ 104 CLASS C PATCHES, SPECIAL 9"180.00SQ YD 50 $ 9,000.00$ 300.00$ 15,000.00$ 175.00$ 8,750.00$ 100.00%9,000.00$ --$ 8,750.00$ $ --$ $ 105 CLASS D PATCHES, SPECIAL 9"150.00SQ YD 860 $ 129,000.00$ 121.00$ 104,060.00$ 115.00$ 98,900.00$ 100.00%New item for 2026 129,000.00$ --$ 98,900.00$ $ --$ $ 106 WATER VALVES, 12", COMPLETE 7,500.00EACH1$ 7,500.00$ 12,000.00$ 12,000.00$ 10,000.00$ 10,000.00$ 100.00%New item for 2026 7,500.00$ --$ 10,000.00$ $ --$ $ 107 18" RELIEF SEWER, SPECIAL (RCP, TYPE 3 III)FOOT 119 550.00$ 65,450.00$ 300.00$ 35,700.00$ 250.00$ 29,750.00$ 100.00%New item for 2026 65,450.00$ --$ 29,750.00$ $ --$ $ 108 24" RELIEF SEWER, SPECIAL (RCP, TYPE 3 III)FOOT 145 800.00$ 116,000.00$ 350.00$ 50,750.00$ 270.00$ 39,150.00$ 100.00%New item for 2026 116,000.00$ --$ 39,150.00$ $ --$ $ 109 PORTLAND CEMENT CONCRETE SURFACE REMOVAL, VARIABLE DEPTH SQ YD 7600 15.00$ 114,000.00$ 6.25$ 47,500.00$ 6.50$ 49,400.00$ 100.00%New item for 2026 114,000.00$ --$ 49,400.00$ $ --$ $ 110WATER MAIN 10" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED, DIRECTIONALLY DRILLEDFOOT 330 350.00$ 115,500.00$ 490.00$ 161,700.00$ 270.00$ 89,100.00$ 100.00%New item for 2026 115,500.00$ --$ 89,100.00$ $ --$ $ 111 INLET REMOVAL EACH 1 500.00$ 500.00$ 1,200.00$ 1,200.00$ 400.00$ 400.00$ 100.00%New item for 2026 500.00$ --$ 400.00$ $ --$ $ 112 INLETS, TYPE A, 36" DEPTH, TYPE 1 FRAME, OPEN LID EACH 1 5,000.00$ 5,000.00$ 9,000.00$ 9,000.00$ 4,500.00$ 4,500.00$ 100.00%New item for 2026 5,000.00$ --$ 4,500.00$ $ --$ $ 113 CATCH BASIN REMOVAL 500.00EACH1$ 500.00$ 1,200.00$ 1,200.00$ 400.00$ 400.00$ 100.00%New item for 2026 500.00$ --$ 400.00$ $ --$ $ 114 CATCH BASINS, TYPE A, 4' DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 7,000.00$ 7,000.00$ 15,000.00$ 15,000.00$ 5,000.00$ 5,000.00$ 100.00%New item for 2026 7,000.00$ --$ 5,000.00$ $ --$ $ 115 CATCH BASINS, TYPE A, 4' DIAMETER, TYPE 1 FRAME, OPEN LID EACH 1 7,000.00$ 7,000.00$ 15,000.00$ 15,000.00$ 5,000.00$ 5,000.00$ 100.00%New item for 2026 7,000.00$ --$ 5,000.00$ $ --$ $ 116 WATER MAIN CASING 12" (DIP CL 52), RESTRAINED JOINT, EXTERNAL ZINC-BASED COATED FOOT 70 400.00$ 28,000.00$ 150.00$ 10,500.00$ 196.00$ 13,720.00$ 100.00%New item for 2026 28,000.00$ --$ 13,720.00$ $ --$ $ 117 COMBINED SEWERS 10", SPECIAL (DIP CL 52)FOOT 5 350.00$ 1,750.00$ 800.00$ 4,000.00$ 280.00$ 1,400.00$ 100.00%New item for 2026 1,750.00$ --$ 1,400.00$ $ --$ $ Total 13,920,685.00$15,768,587.50$13,668,145.00$ 7,675,024.50$ 5,560,796.00$ 684,864.50$ 7,413,739.00$ 5,761,659.00$ 492,747.00$ Bolder Contractors Joel Kennedy Bid Summary ITEM NO.Description UNIT Bid Form Quantity Engineer's Estimate City of Evanston 2026 Annual Lead Service Line Replacement EXHIBIT C.1 PLANNED DISTRIBUTION BY CATEGORY TABULATIONS OF BIDS RECEIVED AND PLANNED DISTRIBUTION BY CATEGORY Distribution Percentage by Category Engineer Estimate Distribution Opinion Bidder Estimate Distribution Estimate - Joel Kennedy Pa g e 1 1 o f 1 8 A1 2 . Pa g e 3 0 5 o f 1 2 8 0 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 BID 26-18 2026 Annual Lead Service Line Replacement (LSLR) 04-27-2026 To: Edgar Cano, Public Works Agency Director Lara Biggs, Bureau Chief – Capital Planning / City Engineer Paul Moyano, Senior Project Manager From: Tammi Nunez, Purchasing Manager Subject: BID 26-18 2026 Annual Lead Service Line Replacement (LSLR) Date: April 27, 2026 The City’s goal of the Minority, Women, Disadvantaged, and Evanston Business Enterprise Program (M/W/D/EBE) is to assist such businesses with opportunities to grow. To help ensure such growth, the City’s goal is to have general contractors utilize M/W/D/EBEs to perform no less than 25% of the awarded contract. City staff is pursuing a low-interest loan from the Illinois Environmental Protection Agency (SRF).RevolvingState(IEPA) Fund T adoptedheCity IEPA’s Disadvantaged Business Enterprise (DBE) participation goals of 17% for this contract, consisting of 5% Minority Business Enterprise (MBE) and 12% Woman Business Enterprise (WBE) Participation, and supersede the City’s M/W/D/EBE goal. With regard to the 2026 Annual LSLR, Joel Kennedy Constructing Corp., BID 26- 18, the total base bid is $13,668,145.00, and they are found to have met 2.23% (.16% of the MBE and 2.07% of the WBE) of the IEPA 17% goal. Joel Kennedy Constructing Corp. submitted the required documentation, demonstrating their good faith effort in accordance with SRF program requirements . Name of M/W/D/EBE Scope of Work Contract Amount MBE WBE DBE % Menini Trucking 951-B Estes Schaumburg, IL 60193 Trucking $200,000.00 1.46% Chicago Cut Concrete Cutting 190 Gordon Street Elk Grove Village, IL 60007 Concrete Saw Cutting $32,895.00 .24% L&B Trucking, Inc. 4439 Wenonah Avenue Stickney, IL 60402 Trucking $50,000.00 .37% Marking Specialists Corp. 114 High Road, Unit 1 Cary, IL 60013 Pavement Markings $21,603.50 .16% Total IEPA M/W $304,498.50 .16% 2.07% 2.23% CC: Hitesh Desai, Chief Financial Officer/ Treasurer Memorandum Page 12 of 18 A12.Page 306 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 3/11/24 29-O-24 AN ORDINANCE Authorizing the City to Borrow Funds from the Illinois Environmental Protection Agency Public Water Supply Loan Program WHEREAS, the City of Evanston, in the County of Cook, Illinois (the “City”) operates its public water supply system (“the System”) and in accordance with the provisions of the provisions of Section 6(a) of Article VII of the 1970 Constitution of the State of Illinois and the Local Government Debt Reform Act, 30 ILCS 350/1 et seq. (collectively “the Act”); and WHEREAS, the Mayor and City Council of the City (the “Corporate Authorities”) have determined that it is advisable, necessary, and in the best interest of the public health, safety and welfare to improve the System including the following: Annual replacement of approximately 500 service lines throughout the City over a five- year period. together with any land or rights in land and all electrical, mechanical or other services necessary, useful or advisable to the construction and installation (the “Project”), all in accordance with the plans and specifications prepared by the consulting engineers of the City, which Project has a useful life of 100 years; and WHEREAS, the estimated cost of constructing and installing the Project, including engineering, legal, financial, and other related expenses is Twenty Five Million dollars ($25,000,000) and there are insufficient funds on hand and lawfully available to pay such costs; and Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Page 1 of 6Page 13 of 18 A12.Page 307 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 29-O-24 WHEREAS, the loan shall bear an interest rate as defined by 35 Ill. Adm. Code 663,which does not exceed the maximum rate authorized by the Bond Authorization Act, as amended, 30 ILCS 305/0.01 et seq., at the time of the issuance of the loan; and WHEREAS, the principal and interest payment shall be payable semi- annually and the loan repayment period shall not be less than 30 years, which is within the period of useful life of the Project; and WHEREAS, the costs are expected to be paid for with a loan to the City from the Public Water Supply Loan Program through the Illinois Environmental Protection Agency, the loan to be repaid from revenues from the System and the loan is authorized to be accepted at this time pursuant to the Act; and WHEREAS, in accordance with the provisions of the Act, the City is authorized to borrow funds from the Public Waters Supply Loan Program in the aggregate principal amount of Twenty Five Million dollars ($25,000,000) to provide funds to pay the costs of the Project and; WHEREAS, the loan to the City shall be made pursuant to a Loan Agreement, including certain terms and conditions between the City and the Illinois Environmental Protection Agency; NOW THEREFORE,BE IT ORDAINED BY THE CORPORATE AUTHORITIES OF THE CITY OF EVANSTON,COOK COUNTY,ILLINOIS AS FOLLOWS: Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1 ~2~ Page 2 of 6Page 14 of 18 A12.Page 308 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 29-O-24 SECTION 1: The Corporate Authorities hereby find that the recitals contained in the preambles are true and correct, and incorporate them into this Ordinance by this reference. SECTION 2: It is necessary and in the best interests of the City to construct the Project for the public health, safety and welfare, in accordance with the plans and specifications, as described; that the System continues to be operated in accordance with the provisions of the Illinois Environmental Protection Act, 415 ILCS 5/1 et seq.; and that for the purpose of constructing the Project, it is hereby authorized that funds be borrowed by the City in the aggregate principal amount (which can include construction period interest financed over the term of the loan) not to exceed Twenty Five Million dollars ($25,000,000). SECTION 3: The Corporate Authorities may adopt additional ordinances or proceedings supplementing or amending this Ordinance, providing for entering into the Loan Agreement with the Illinois Environmental Protection Agency, prescribing all the details of the Loan Agreement, and providing for the collection, segregation and distribution of the revenues of the System, so long as the maximum amount of the Loan Agreement as set forth in this Ordinance is not exceeded and there is no material change in the project or purposes described herein. Any additional ordinances or proceedings shall in all instances become effective in accordance with the Act or other applicable orordinancesadditionalsuchlaws.togetherOrdinance,This with proceedings, shall constitute complete authority for entering into the Loan Agreement under applicable law. Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1 ~3~ Page 3 of 6Page 15 of 18 A12.Page 309 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 29-O-24 However, notwithstanding the above, the City may not adopt additional ordinances or amendments which provide for any substantive or material change in the scope and intent of this Ordinance, including but not limited to interest rate, preference or priority of any other ordinance with this Ordinance, parity of any other ordinance with this Ordinance, or otherwise alter or impair the obligation of the City to pay the principal and interest due to the Public Water Supply Loan Program without the written consent of the Illinois Environmental Protection Agency. SECTION 4: Repayment of the loan to the Illinois Environmental Protection Agency by the City pursuant to this Ordinance is to be solely from the revenue derived from revenues of the System, and the loan does not constitute an indebtedness of the City within the meaning of any constitutional or statutory limitation. SECTION 5:antoauthorizedherebymakeManagerCity The is application to the Illinois Environmental Protection Agency for a loan through the Public Water Supply Loan Program, in accordance with the loan requirements set out in 35 Ill. Adm. Code 663. SECTION 6: The Corporate Authorities hereby authorize acceptance of the offer of a loan through the Public Water Supply Loan Program, including all terms and conditions of the Loan Agreement as well as all special conditions contained therein and made a part thereof by reference. The Corporate Authorities further agree that the loan funds awarded shall be used solely for the purposes of the project as approved by the andtermsthewithaccordanceAgencyProtectionEnvironmentalIllinoisin conditions of the Loan Agreement. Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1 ~4~ Page 4 of 6Page 16 of 18 A12.Page 310 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 29-O-24 SECTION 7: The City has outstanding bonds, payable from revenues of the system, that are senior to the loan authorized by this Ordinance, and the City establishes account(s),theequivalentreservestocoverage,account,an and coverage(s) and reserve(s) as the senior lien holders in accordance with 35 Ill. Adm. Code 663.350(a)(9)(C)(PWS). SECTION 8: The City Manager is hereby authorized and directed to execute the Loan Agreement with the Illinois Environmental Protection Agency. The Corporate Authorities may authorize by resolution a person other than the City Manager for the sole purpose of authorizing or executing any documents associated with payment requests or reimbursements from the Illinois Environmental Protection Agency in connection with this loan. SECTION 9:provision thisofor If paragraph,section,any clause Ordinance is held invalid, the invalidity of such section, paragraph, clause or provision shall not affect any of the other provisions of this Ordinance. SECTION 10: All ordinances, resolutions, orders, or parts thereof, which conflict with the provisions of this Ordinance, to the extent of such conflict, are hereby repealed. Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1 ~5~ Page 5 of 6Page 17 of 18 A12.Page 311 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 29-O-24 Introduced: _________________, 2024 Adopted: ___________________, 2024 Approved: ________________________, 2024 _______________________________ Daniel Biss, Mayor Attest: _______________________________ Stephanie Mendoza, City Clerk Approved as to form: _______________________________ Alexandra B. Ruggie, Interim Corporation Counsel March 11 March 25 March 25 Doc ID: 59b9423087930e83be88e70d47bbc23f4f83cae1 ~6~ Page 6 of 6Page 18 of 18 A12.Page 312 of 1280 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Attachment 2 – Council Action Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Attachment 3 – Agreement Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 06 / 18 / 2026 Doc ID: e9927d9d3f25af51cfa0582baa434dc90855c141 2026 Annual Lead Service Line Replacement (LSLR) Project... Agreement_2026_An...ature_Packet_.pdf e9927d9d3f25af51cfa0582baa434dc90855c141 MM / DD / YYYY Signed 06 / 18 / 2026 10:58:57 UTC-5 Sent for signature to Alexandra Ruggie (aruggie@cityofevanston.org) and Luke Stowe (lstowe@cityofevanston.org) from lthomas@cityofevanston.org IP: 50.171.242.186 06 / 18 / 2026 11:07:42 UTC-5 Viewed by Alexandra Ruggie (aruggie@cityofevanston.org) IP: 50.171.242.186 06 / 18 / 2026 11:07:51 UTC-5 Signed by Alexandra Ruggie (aruggie@cityofevanston.org) IP: 50.171.242.186 06 / 18 / 2026 11:47:20 UTC-5 Viewed by Luke Stowe (lstowe@cityofevanston.org) IP: 155.190.17.7 06 / 18 / 2026 11:47:33 UTC-5 Signed by Luke Stowe (lstowe@cityofevanston.org) IP: 155.190.17.7 The document has been completed.06 / 18 / 2026 11:47:33 UTC-5